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SECTION A-A' <br /> PROPOSED NEW TOP OF GOB SURFACE G o b Pile # 2 6320 6320 <br /> 6300 6300 <br /> 5.53: <br /> 6280 6280 <br /> 6260 15' BEN H 6260 <br /> 6240 1 1 1 1 1 F 1 1 6240 <br /> AS r DMERSI DN I ITCH <br /> 6220 6220 <br /> 6200 a'X 6200 <br /> 6180 6180 <br /> 0,X <br /> 6160 6160 <br /> 6140 3• :X 6140 <br /> ITN GR UN <br /> 6120 6120 <br /> 6100 3. 6100 <br /> 6080 6080 <br /> 6060 6060 <br /> 6040 LA S D S HA RO 6040 <br /> �X <br /> 6020 6020 <br /> 6000 �'s�z 6000 <br /> 5980 5980 <br /> 5960 5960 <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> O N tD w O N V 0 O O N a O m O N 'r tD m O N It t0 Co O N V k0 Co O N to O O N 7 to Co O N 'tl' O Co O N V' t0 W O N 7 t0 W O N <t t0 Co O N 7 O N O N V' t0 w O N d' t0 m O N 7 t0 CO O N V tD m O N d' tD <br /> + + + + + + + + + + + t + + + t t t + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + + + + + t + + + + + + + + t + + + + <br /> O O O O O .-t +-t .y N N N N N M M M M M It It d' d' d' N m u1 N N tD tD t0 t0 t0 h h I`. n n Co O 00 m m N m ON ON m O O O O 0 .-a N N N N N M m M M M It V V V 'r N In N to N tD tp t0 tD t0 P` n n n <br /> rl '1 e4 rl r1 rl .•1 ,-I rf er ,-I ..1 ,-I .1 .Y . I .y . . .-I .y . .y .H .1 .y .y .y .i . <br /> H=V: 1" = 60' <br /> SECTION F- F' H=V: V = 60' - <br /> 6300 Gob Pile # 2 Expansion Area 6300 SECTION 6- 6' <br /> _.-- —— — — — — — — — — 6280 R- 6280 C o v e rf i I I Pile <br /> — - — 6260 6260 <br /> -.COAL MINE WASTE. <br /> 6240 6240 6040 _ 6040 <br /> 3•0: BE H OVERF LL AS-BUILT URFAC <br /> e ' .e e a 6220 6220 6020 i 6020 <br /> F/L TER a4GGREa ATE a. zs <br /> DRAIN PIPE 6200 ' 6200 3: I <br /> .. < 6180 4.5. 6180 6000 6000 <br /> 1' Min, / / /jam/ � �%/ ON FILL 1 ' B NC !s. <br /> / \/ \ 6160 P OP SED SLO 6160 7 <br /> . -1 5980 5980 <br /> 6140= I- 16140 5960 5960 <br /> 6120 6120 <br /> 4' III ROCK DRAIN s•X EXISTI G GRO ND <br /> -III III- FILTER 6.X: <br /> FABRIC 6100 6100 <br /> 5940 5940 <br /> o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> O N O N ,D 00 O N � Co O <br /> 6O O G OUN 6OSO <br /> - II II . III _ 6060 <br /> { �/��j 8 '" S G <br /> —III— I-1 III I T'' 7 -- 6 6060 <br /> Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o o o 0 o o o 0 0 <br /> - - O N V tD W O N . t0 N O N � t0 r. O N R tD CO O N . . Co O N 7 t0 . O . V t0 W O N \ <br /> lo• <br /> TYPICAL SECTION H=V: 1" = 40' <br /> LATERAL SUBDRAIN CROSSING ROCK DRAIN <br /> O O O O O O O O O O O <br /> � N O W tp d' N O W tD d' �T <br /> Ob+9 - SECTION D- D' <br /> OZ+9 <br /> Gob Pile #4 <br /> v 6300 6300 <br /> �' <br /> a PROPOSE) NEW OP 0 GOB FAC <br /> 00+9 6280 <br /> ��� O 6280 <br /> � rn <br /> a <br /> 08+5 Bench 15' <br /> --- q 6260 <br /> 6260 <br /> p E-F <br /> n 09+S <br /> 6240 _ <br /> c0.t o o o 0 0 o m ko 6240 <br /> to to w to t0 to to m m <br /> OO+b = Ob+S <br /> 6220 <br /> 6220 <br /> 08+£ OZ+S 6200 PER D OP OF PILE ( -76) 6200 <br /> qd Bench 5 <br /> a <br /> a OO+S <br /> P 6180 6180 <br /> 09+£ <br /> 08+b <br /> 6160 6160 <br /> 3,0. <br /> Ob+£ ,y 09+b Bench15' <br /> o. 6140 <br /> 6140 <br /> M <br /> A Ob+b <br /> OZ+£ 6120 6120 <br /> W <br /> 4 OZ+b 6100 - 2�3I 6100 <br /> 00+£ � V <br /> q IJ_ OO+b <br /> 60801_LL 6080 <br /> 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 <br /> O O N d' tD OO O N V' tD W O N d' tD W O N V' t0 W O N � t0 W O N � t0 W O N 7 <br /> z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + <br /> - OB+Z - OS+£ O O O O O .-t .-i .y .�+ .� N N N N N M M M M M V 7 7 v v in v, N � ui to w tD <br /> F ' <br /> W <br /> ^, a. H=V: 1" = 40' <br /> In <br /> 09+z <br /> \� \ <br /> ZOb+Z OZ+£ <br /> 0 � oz+z W 100+E <br /> �— '� / \\\\ \\ v <br /> WoO+Z - Os+z -- <br /> V) 0 09+Z t j�i <br /> \ „ <br /> we- <br /> ry <br /> Ob+T <br /> ry � _ f / <br /> ,/ /, / <br /> 08+1 <br /> —� / <br /> oz+TA 09+T - <br /> o _ <br /> I 'A - <br /> OOtT W N � Ob T `a <br /> d O M _ eo �,_ /� �' mow.. -- - - -_ - `�/ h / / i \'- ae VDL a E IX,,TF uune 5 rorz AfTAja <br /> W O _ _ vw�ov _ ,%, <br /> _ ` \ <br /> �, _ <br /> S T _ <br /> 08+0 <br /> t _ <br /> OO+T —_ i pwzeaoeu-O-.—. <br /> v <br /> 02 <br /> 08+0 <br /> CQ <br /> ' Db+D q 09+0 7�' <br /> -� t vovr ie / _ <br /> D,-- B <br /> Ob+OPOAID T" - - <br /> OZ+O W ' .� \ it �, \ . T�i a=a's•- �_.� � j �.- . -'� � — \ __ __- �: / i �/ / %" <br /> L>•+ m -.- ) (-� / ';L x - �„v,.. � x -``: --•, � \ '.� ---�- vooa__ __— vAFes�i j / _ _ — I-� <br /> WO q OZ 0 \. t\03 IT <br /> ty` <br /> 00+0 <br /> 0 w ,� m o 0 0 0 0 0 0 0 0 0 0 - _ <br /> V N O W t0 V' N O O 0 7 `. 1 � �, .ri , <br /> tp t0 tD tD t0 O t0 t0 t0 to <br /> REC <br /> T.K.B. 04117115 TOPSOIL STOCKPILE AREAS ORIGINAL GROUND SURFACE PREPARED FOR: PROJECT: <br /> 14 TR-98 Adequacy response #1 A_,. ; E RTIFICAPON BOWIE NO. 2 MINE <br /> � 13 7R-98 Gob Pile #2 footprint Increase, hydrology update T.K.B. 01/21/15 LEGEND: ��p N <br /> PERMIT BOUNDARY MATERIAL STORAGE AREAS AS-BUILT/PROPOSED GROUND SURFACE I here 6 z� c drawing was done D D BOWIE RESOURCES, LTD. nTLE: R 9C <br /> Z 12 1R-81 Adequacy response #2 T.K.B. 09/27/13 b m p�.�� `�'(L- q $ <br /> g T.K.B. 09110113 ««««««««««< BERM OR GUARDRAIL <br /> c>n 14 TR-81 Adequacy response #1 FENCE GOB PILE AREA (VOL /V) PERMITTED SURFACE h e n r supervision and BOWIE N0. 2 MINE W E <br /> LJ 13 11Z-81 Design contours, topography and drainage update T.K.B. 07/23/13 N that jI'�' the in at n presented on � P.O. BOX 483 Division ofRgedam ion, <br /> POWERLINE/TELEPHONE {� this r Ct�u�vn correct to the S COAL MINE WASTE DISPOSAL AmRtF a1et <br /> 12 TR-761 Adq. P. W. Div. Ditch, underdrain revision T.K.B. 12128112 M DESIGN DITCH � GOB PILE AREA (Va. IX) O. BOWIE RESOURCES, LTD. PAONIA, COIARADO 81428 <br /> best A� knowled d belief. <br /> No. DESCRIPTJON. BY DATE _. - - - CULVERT 9 .:��a 4_ze� -6 ONE INCH <br /> J. E. STOVER & ASSOCIATES, Inc DESIGNED BY: DRMS I.D. No. <br /> REFERENCES - -_- LIGHT USE ROAD COVERF/LL STOCKPILE AREA Tammerin K �ti ` Frshop Dote -_ 2352 N. •rtn street, Unit s C - 1996 - 083 DWG. NAME: <br /> HAUL ROAD Colorado P.E. 2' _ arena act., Co 81501 DRAWN BY: L.K.J. 03 04 03 <br /> RIP-RAP CHANNEL / / SCALE: VOLUME IX FIGURE I <br /> '- CHECKED 1 = 20O' <br />